NCC241528_Site Plan or Location Map_20240610

SUBDIVISION PLANS
FOR
DUNNC S
TRA T UBDIVISION
BANNER TOWNSHIP - JOHNSTON COUNTY, NC
INDEX TO DRAWINGS
SHEET 1 COVER SHEET
SHEET 2 PRELIMINARY PLAN SHEET
SHEET 3 PLAN AND PROFILE STREET "A"
SHEET 4 WATER DETAIL SHEET
SHEET 5 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 6 SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 7 SEDIMENT AND EROSION CONTROL DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING
ENGINEER SURVEYOR OWNER / DEVELOPER
DALTON ENGINEERING AND ASSOCIATES, P. A. TRUE LINE SURVEYING, P. C. ALLEN'S CROSSROADS-LAN DEVELOPMENT, LLC
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET 5160 NC HIGHWAY 42 WEST
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 GARNER, NC 27529
[phone] - FAX [phone] [phone] NOTES
1. DURING THE COURSE OF THE REVIEW IT WAS NOTED THAT THE SITE MAY
HAVE IMPACTED A RIVER BASIN BUFFER ZONE AND/OR MAY REQUIRE THE
APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT
SYSTEMS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/APPLICANT TO
CONFORM TO THE REGULATIONS OF GOVERNMENT AGENCIES WITH REGARD
TO MINIMIZING WATER QUALITY IMPACTS IN ADDITION TO THE DRAINAGE
REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT
IMPLY CONFORMITY TO LOCAL OR OTHER STATE GOVERNMENT REGULATIONS
-� - �,� , . NOR CONSTITUTE AN APPROVAL OF SUCH.
Ib, illFr/Irji�^�' I I / 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
Air
,� I,I 20% OF THEIR DIAMETER UP TOIA MAXIMUM OF ONE FOOT AS THE BED
/�� ••�, CONDITIONS ALLOW.
IME
rimkii- ®� 3.ift UHSUALLY LS ONARE
BOTHUSED
ENDSNBUT ALWAYS ON ES ABOVE THE INLET.UAL FLARED DIAMETER,36" IN END
® �1 SECTIONS ARE USED ON SMALLER PIPES.
• pi �� _ JOHNSTONn �� ■rs + `�T ��� -�1`. COUNTY/ 4. ALL DRAINAGE STRUCTURES AESINCLUDINGBE OUTFACE DITCHEST OUTSIDE E THE
PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
AlPUBLIC DRAINAGE EASEMENT.
I lIl �•"NDO � h.�. �,��•1t 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
16 ,� '�' �.o , op jUHI.I4TØ4
STATE SYSTEM FOR MAINTENANCE /II4I
SATE6. ALL SURVEY INFORMATION DATA SHOWN, AND OR REPRESENTED, IN THE
, AA *� ■„ ' 1 / �-T' CONSTRUCTION DRAWINGS HAS BEEN PROVIDED BY A PROFESSIONAL LAND
SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND
. � ASSOCIATES, P.A.
1t F � 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE
� DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS,
�s CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
-�. It 7T8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
CI RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
. ` * 9. THE MAXIMUM IMPERVIOUS AREA OF 12.020 SF PER LOT MUST BE SHOWN
!� ON FINAL PLAT.
= _ NOTES:
� lag
� DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
DIGITAL INFORMATION(CMGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT
v �� I III INFORMATION MAY BE SHARED WITH THE OWNER,SURVEYOR,CONTRACTOR OR
VICINITY MAP(NOT TO SCALE) _ \\ Ik6/e�i OTHER DIRECTLY INVOLVED WITH THIS PROJECT,FOR THE PURPOSE OF WORK
„�F'SSA �iti RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH
E Dalton Engineering PR IMINARY ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON
ENGINEERING AND ASSOCIATES,P.A.
and Associates, P. A. NOT FO CONSTRUCT 2
Oil lilt lt�`\ ���1 Job:
23006 Date:1/17/24 Revision:
File:23006_Moster Drawn: WJB Sheet: 1 OF 7 3